Improved Serviceability Criteria for Steel Girder Bridges-Reference-Cited by-同舟云学术

Improved Serviceability Criteria for Steel Girder Bridges

Published:2013-07 Issue:7 Volume:18 Page:673-677
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Barker Michael G.¹,Barth Karl E.²

Affiliation:

1. Professor, Civil and Architectural Engineering, Univ. of Wyoming, Laramie, WY 82070 (corresponding author).

2. Jack H. Samples Professor, Civil and Environmental Engineering, West Virginia Univ, Morgantown, WV 26506.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000402

Reference16 articles.

1. AASHTO. (2012). LRFD bridge design specifications 6th Ed. AASHTO Washington DC.

2. AISC. (2003). AISC design guide 11: Floor vibrations due to human Activity AISC Chicago.

3. Allen D. E. Murray T. M. and Ungar E. E. (1997). Design guide 11 floor vibrations due to human activity AISC and Canadian Institute of Steel Construction Chicago.

4. Aramraks T. (1975). “Highway bridge vibration studies.” Rep. No. JHRP-75-2 Joint Highway Research Project Indiana State Highway Commission Purdue Univ. West Lafayette IN.

5. ASCE. (1958). “Deflection limitation of a bridge.” J. Struct. Div. 84(Rep. No. ST3).

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